Zobrazeno 1 - 5
of 5
pro vyhledávání: '"E. A. Sellountou"'
Autor:
E. Anna Sellountou, Brent Robinson
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789813365896
Dynamic testing was initially developed as a reliable way to estimate static capacity of driven piles in lieu of static tests that require significant time and money. However, principles of dynamic testing can be applied and have been successfully ap
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ae3de84984bf3764be32b7b4edf99265
https://doi.org/10.1007/978-981-33-6590-2_2
https://doi.org/10.1007/978-981-33-6590-2_2
Publikováno v:
Geotechnical and Structural Engineering Congress 2016.
High capacity of rock-socketed or end bearing drilled shafts is often not fully exploited due to the highly conservative design that many local codes and local practices around United States dictate. This reduces the cost efficiency of drilled shafts
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bd545a186cfae0a5da0bd1df8cbcbd21
https://doi.org/10.1061/9780784479742.060
https://doi.org/10.1061/9780784479742.060
Autor:
T. L. Roberts, E. A. Sellountou
Publikováno v:
7th FMGM 2007.
Dynamic pile installation monitoring is an alternate to expensive static compression load testing that when used in conjunction with the second can result in significant cost and time saving for a project while providing additional data across a site
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9c3b522f7c5ae8f54e23e80e32821f04
https://doi.org/10.1061/40940(307)7
https://doi.org/10.1061/40940(307)7
Publikováno v:
Advances in Deep Foundations.
In this study, the finite element method was used to simulate the construction effects on the behavior of an Augered Cast in Place (ACIP) pile installed in the Pleistocene terrace formation of Texas Gulf Coast. A mixed soil profile, typical for the G
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7b4512c78a087b3ab057de3ba80ecdd6
https://doi.org/10.1061/40778(157)5
https://doi.org/10.1061/40778(157)5
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